Instructions / Assembly

72
Anchor Fastening Technical Guide Edition 22 | 3.0 ANCHORING SYSTEMS | 3.2.2 HILTI HIT-HY 200 A/R V3
Hilti, Inc. 1-800-879-8000 | en español 1-800-879-5000 | www.hilti.com | Hilti (Canada) Corporation | www.hilti.ca | 1-800-363-4458
HIT-HY 200 A/R V3 Adhesive with Hilti HIT-Z anchor rods
Table
63 — Hilti HIT-HY 200 A/R V3 design information with Hilti HIT-Z and HIT-R-Z anchor rods in hammer drilled
holes or diamond core drilled holes in accordance with CSA A23.3
1
Design parameter Symbol Units
Nominal rod diameter (in.) Ref
3/8
1/2 5/8 3/4 A23.3-14
Nominal anchor diameter
d
a
mm 9.5 12.7 15.9 19.1
Effective minimum embedment
2
h
ef
mm 60 70 95 102
Effective maximum embedment
2
h
ef
mm 114 152 190 216
Minimum concrete thickness
3
h
min
mm
See tables 6 to 9 of this section or table 8 of
ESR-4868
Critical edge distance
c
ac
– See section 4.1.10.1 of ESR-4868
Minimum edge distance
4
c
ac
–
See tables 6 to 9 of this section
or table 8 of ESR-4868
Minimum anchor spacing
4
s
min
–
Coeff. for factored concrete breakout resistance, uncracked concrete
5
k
c,uncr
– 10 D.6.2.2
Coeff. for factored concrete breakout resistance, cracked concrete
5
k
c,cr
– 7 D.6.2.2
Concrete material resistance factor
Ǫ
c
– 0.65 8.4.2
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Condition B
4
R
conc
– 1.00 D.5.3(c)
Temp
range A
7
Characteristic pullout resistance in cracked concrete
N
p,cr
lb 7,952 10,936 21,391 27,930
D.6.3.1
(kN) (35.4) (48.6) (95.2) (124.2)
Characteristic pullout resistance in uncracked concrete
N
p,uncr
lb 7,952 11,719 21,391 28,460
D.6.3.1
(kN) (35.4) (52.1) (95.2) (126.6)
Temp
range B
7
Characteristic pullout resistance in cracked concrete
N
p,cr
lb 7,952 10,936 21,391 27,930
D.6.3.1
(kN) (35.4) (48.6) (95.2) (124.2)
Characteristic pullout resistance in uncracked concrete
N
p,uncr
lb 7,952 11,719 21,391 28,460
D.6.3.1
(kN) (35.4) (52.1) (95.2) (126.6)
Temp
range C
7
Characteristic pullout resistance in cracked concrete
N
p,cr
lb 7,182 9,877 19,321 25,277
D.6.3.1
(kN) (31.9) (43.9) (85.9) (112.4)
Characteristic pullout resistance in uncracked concrete
N
p,uncr
lb 7,182 10,585 19,321 25,705
D.6.3.1
(kN) (31.9) (47.1) (85.9) (114.3)
Reduction for seismic tension
ƈ
N,seis
– 0.94 1.0
Permissible
installation
conditions
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dry concrete
Anchor
category
–1
D.5.3 (c )
R
dry
–1.00
Resistance modification factor tension and shear, pullout failure
water-saturated concrete
Anchor
category
–1
D.5.3 (c )
R
ws
–1.00
1 Design information in this table is taken from ICC-ES ESR-4868, tables 8 and 10, and converted for use with CSA A23.3 Annex D.
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c,N
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c,cr
) or uncracked concrete (k
c,uncr
) must be used.
6 For use with the load combinations of CSA A23.3 chapter 8. Condition B applies where supplementary reinforcement in conformance with CSA A23.3 section D.5.3 is not provided, or
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7 Temperature range A: Max. short term temperature = 130°F (55°C), max. long term temperature = 110°F (43°C).
Temperature range B: Max. short term temperature = 176°F (80°C), max. long term temperature = 110°F (43°C).
Temperature range C: Max. short term temperature = 248°F (120°C), max. long term temperature = 162°F (72°C).
Short term elevated concrete temperatures are those that occur over brief intervals, e.g., as a result of diurnal cycling. Long term concrete temperatures are roughly constant over
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